Hoja2PARAMETROS GEOTECNICOS Y CALCULO DEL INDICE Q DE BARTON PARA EL SONDAJE 1: SDPU-01ProgresivaParmetros Geomecnicos y Clase del Sistema QCALIDAD DE ROCADeLog De =QDeAnteriorFinalRQD (%)JnJrJaJwSRFValor0.3807xLogQ+0.35320.000.55--------------------------------0.551.10--------------------------------1.101.65--------------------------------1.652.20--------------------------------2.202.60--------------------------------2.603.20< 25------------------------------3.203.80< 25------------------------------3.804.30< 25------------------------------4.304.75< 25------------------------------4.755.35< 25------------------------------5.355.80< 25------------------------------5.806.20< 25------------------------------6.206.80< 25------------------------------6.807.30< 25------------------------------7.307.90< 2592211.30.85Muy Mala11.8620.3270.8511.8627.908.45< 2542211.31.92Mala11.8620.4611.9211.862< 25ERROR:#VALUE!ERROR:#VALUE!ERROR:#DIV/0!ERROR:#VALUE!ERROR:#VALUE!ERROR:#DIV/0!8.459.9564.6742211.312.44Buena11.8620.77012.4411.8629.9511.2576.1592211.36.51Regular11.8620.6636.5111.86211.2512.8585.3192211.37.29Regular11.8620.6827.2911.86212.8513.251092211.30.85Muy Mala11.8620.3270.8511.86213.2514.6558.5792211.35.01Regular11.8620.6195.0111.86214.6516.0522.1492211.31.89Mala11.8620.4591.8911.86216.0516.801092211.30.85Muy Mala11.8620.3260.8511.86216.8018.4033.1392211.32.83Mala11.8620.5252.8311.86218.4019.151092211.30.85Muy Mala11.8620.3260.8511.86219.1520.5544.2992211.33.79Mala11.8620.5733.7911.86220.5521.7531.6792211.32.71Mala11.8620.5182.7111.86221.7523.1576.4392211.36.53Regular11.8620.6636.5311.86223.1524.4541.5492211.33.55Mala11.8620.5633.5511.86224.4526.0563.7592211.35.45Regular11.8620.6345.4511.86226.0527.3030.4152211.31.56Mala11.8620.4271.5611.86227.3028.9040152211.32.05Mala11.8620.4722.0511.86228.9030.5069.3892211.35.93Regular11.8620.6485.9311.86230.5032.1068.1392211.35.82Regular11.8620.6445.8211.86232.1033.6074152211.33.79Mala11.8620.5733.7911.86233.6035.1028152211.31.44Mala11.8620.4131.4411.86235.1036.605892211.34.96Regular11.8620.6184.9611.86236.6038.1064.67152211.33.32Mala11.8620.5523.3211.86238.1039.7065152211.33.33Mala11.8620.5523.3311.86239.7040.6051.1192211.34.37Regular11.8620.5974.3711.86240.6040.95< 2542211.31.92Mala11.8620.4611.9211.86240.9541.40< 2542211.31.92Mala11.8620.4611.9211.86241.4041.9525.4542211.34.89Regular11.8620.6164.8911.86241.9542.50< 2592211.30.85Muy Mala11.8620.3260.8511.86242.5043.40< 2542211.31.92Mala11.8620.4611.9211.86243.4044.10< 2592211.30.85Muy Mala11.8620.3260.8511.86244.1045.7076.8842211.314.78Buena11.8620.79814.7811.86245.7046.701492211.31.2Mala11.8620.3831.2011.86246.7047.30< 2592211.30.85Muy Mala11.8620.3260.8511.86247.3047.60< 25----------------------47.6048.60< 25----------------------48.6049.3085.7142211.316.48Buena11.8620.81616.4811.86249.3049.8547.2792211.34.04Regular11.8620.5844.0411.86249.8551.3564.6792211.35.53Regular11.8620.6365.5311.86251.3552.9541.8892211.33.58Mala11.8620.5643.5811.86252.9553.7541.2542211.37.93Regular11.8620.6967.9311.86253.7554.40< 25----------------------54.4054.8032.542211.36.25Regular11.8620.6566.2511.86254.8055.3552.7342211.310.14Buena11.8620.73610.1411.86255.3556.7515.7192211.31.34Mala11.8620.4021.3411.86256.7558.1581.4392211.36.96Regular11.8620.6746.9611.86258.1559.5571.4342211.313.74Buena11.8620.78613.7411.86259.5561.1573.7542211.314.18Buena11.8620.79214.1811.86261.1562.1571152211.33.64Mala11.8620.5673.6411.86262.1563.7580.6292211.36.89Regular11.8620.6726.8911.86263.7564.6555.5692211.34.75Regular11.8620.6114.7511.86264.6565.45< 25----------------------65.4565.9051.1192211.34.37Regular11.8620.5974.3711.86265.9066.60< 25----------------------66.6067.00< 25----------------------

&"-,Negrita"&16&K03+038CONSORCIO PURUCHUCO&3&11&G

&GESTUDIO DEFINITIVO DE LOS TUNELES PURUCHUCO Y ACCESOS

Hoja3PARAMETROS GEOTECNICOS Y CALCULO DEL INDICE Q DE BARTON PARA EL SONDAJE 2: SDPU-02ProgresivaParmetros Geomecnicos y Clase del Sistema QCALIDAD DE ROCADeLog De =QDeAnteriorFinalRQD (%)JnJrJaJwSRFValor0.3807xLogQ+0.35320.000.50----------------------0.501.00----------------------1.001.50----------------------1.501.90----------------------1.903.00